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HomeMy WebLinkAbout040-1303-00-031 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 552326 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Citizens State Bank Foreclosure Troy, Town of 040-1303-00-031 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: A61 22.28.19.1766 TANK INFORMATION ELEVATI N DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. -7 y5 X07. /ot, Septic Benchmark Dosing Alt. BM Q 9 7 t liaratio l Bldg. Sewer ~Z 3 9 5, Holding r St/Ht Inlet Q TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. ~nt to Air Intake ROAD Dt Inlet aI Septic 36 Dt Bottom _CQ ~6 Z Dosing / / Header/Man. Z7 36 3(o - .9 /ZZ.wl Aeration Dist. Pipe /a2 . 9 Holding Bot. System 5 . (O1251, PUMP/SIPHON INFORMATION Final Grade /a3•y~`3 Manufacturer t GPM Demand St Covert C1. 9 7l Model Number I -11, 3 TDH Li Friction Loss System He d TDH t I2.Z , ss , Z4• Forcemain Length DDist. to wen 01 SOIL ABSORPTION SYSTEM BED/TRENCH Width Length NPIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 16 7S SETBACK SYSTEM TO V P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION e ~ 4 CHAMBER OR TYP f Ystem: N• 1 UNIT Model Number: ~J DISTRIBUTION SYSTEM - Header/Manifold Distribution / x Hole Siz~ / / x Hole Spacing / Ve Air Intake v, I Pipe(s) 11-ength-7Dial Length 73.51 Dia ,Z`~ Spacing 333 Z, g3 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only a Depth Over Depth Over 1XX Depth of xx, Seeded/Sodded % xx Mulc e~ye Bed/Trench Center Bed/Trench Edges ` Topsoil )yes 7N, s U\ No 1 COMMENTS: (Includiul~l iscrepencies, persons present, etc.) Inspection #1:(/4/_ Inspection #2: 1.) Lo Parcel No: 22.28.19.1766 Location: 244 Legacy Cr Falls, WI 54022 SE 1/=;X R19W Walnut Hill Farm ak he butel Alt BM Description C J4-, ) 'I 2.) Bldg sewer length 4_J,e- = r amount of cover ~ O~ n A Plan revision Required? 0 Yes o 17, Use other side for additional information. -SBD-6710 (R.3/97) Date Insepctor ignatur Cert. No. AW ArSc_ b.- 0 to .W. ov ' Safety and Bu' s o County -/x _WA .21 1 Washington A e., P. o ,7 Gr nv i \ ov Madison, WI 537 162 Sanitary Permit Number (to be filled in by Co.) t S n epartme at co_, 3 Z (,o o State. Transaction Number ni ermit Application I In accordance with s. Comm. 2 .Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtai sanitary permit. Note: Application fortes for state-owned POWTS are Project Address (if different thanmailing address) submitted to the Department o Commerce. Personal information you provide may be used for secondary u oses in accordance with the Privac Law, s. 15.04 I m , Stats. L 1. Application Information - Please Print All Information Property Owner's Name Parcel # ~CV A-A1(c 0 C~ - 13c - - o31 Property Owner's ailing Address Property Location .7&6 \ A. o x 7 Govt. Lot ~q Zip Code / Phone Numbery V.., Section -L Z- City, Slate Ca /~faN VV J l ~~(Cj 716" 3V f C~~ T 2 ~N, (circlEe II. Type of Building (check all that apply) Lot # ud.(yi, io Nam I or2FantilyDwelling- Number afBedrootns L6 / i Ply Block # _ W '1" YI L I- A4 o Public/Commercial Describe Use ❑ City of r Number ❑ Village of ❑ State Owned -Describe Use 0a Town of IS ro /o / ~ 75 a.; J III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New Before Expiration Owner IV. Type of POWTS System/Component/Device: Check all that .M 1 A31-, r- /W I (lob 0 Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. ofsuitable soil ® Mound < 24 in of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersaVrreatm t Area Information: Ile 5,J! E 13 Design Flow (gpd) Design Soil Application Rate(g f) Dispersal Area Requi t) . Dispersal Area Pr70, ~ A System Elevation -750 4 7s o lJ VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units E _ U ti New Tanks Existing Tanks f~ L C a' b' Id ~aiC J Z Ft 96 v~ W w 0 a. Septic or Holding Tank S i-1 p s (Af Dosing Chamber F-75 -T) VII. Responsibility Statement- I, the undersigned, assume responsibility for Installation ofthe POWTS shown on the attached plans. Plumber's Name (Print) Plumber's rgnature MP/MI'PRTNumber Business Phone Number d ~J ~_5eA 01 Z°ZL, 7 715--Z73-S~~ Plumber's Address (Street, City, State, Zip Code) LA) A VIII. Count /De artment Use Only Approved ❑ isapprpve Permit Fee Date Issued Issuing ent Signature S 7!~ ~l /b 1Z Ow rven Reason Denial 4 IX. Condititg*6g94f(~y gstsons for Disapproval -3) ~ n i t ~ I ~L f`ta A, 1. Se tank, effluent filter and t~ dispersal cell must all be services ! maintained i'A P-I!r -4, . as per, ,management plan provided by plumber, 2. Atsetback regUW,ements must be maintained i r I .ti~: dS ~n v~e ltv Few rc- ,'nom Attach to complete plans for the system and submit to the County on~lyyy on paper not les thin 8 1/11 It I I Inches In size wt' M Vt%`) ACIA,f ~ ` SBD-6398 (R. 0 1/07) Valid thru 01/09 Safety and Buildings • ~l~9EyARTMF~~p~ 3824 N CREEKSIDE LA P HOLMEN WI 54636 D 9 Contact Through Relay 3 $ P k~ www.commerce.wi-gov/sb/ 9 $ www.wisconsin.gov Ossro~Scott Walker, Governor Dave Ross, Secretary April 03, 2012 CUST ID No. 224832 ATTN: POWTS Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/03/2014 SITE: Identification Numbers C & J Builders Transaction ID No. 2070351 224 Legacy Court Site ID No. 777980 Town of Troy Please refer to both identification numbers, St Croix County above, in all correspondence with the a enc . SETA, SETA, S22, T28N, R19W Lot: 31, Subdivision: Walnut Hill Farm FOR: Description: Five Bedroom Mound System / 4% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1365297 Maintenance required; 750 GPD Flow rate; 23 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD-10691-P (N.01/O1), Pressure Distribution Component Manual - Version 2.0, SBD-10706-P (N.01/O1); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced abovi?. S1:. A' • The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145 R stats. P The following conditions shall be met during construction or installation and prior to occupancy or use: L. ' N OF tAff IT Reminders: • A sanitary permit must be obtained from the county where this project is located in accordance with th C (__F,e;Sf~ requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. MARY JO HUPPERT Page 2 4/3/2012 Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 jeny.swiin@wisconsin.gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety& Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. 4, •r MARY JO HUPPERT Page 2 4/3/2012 Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 jerry.swim@wisconsin.gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety& Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. f F ' RJR r RO U MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIfr,,,,, top Residential Application INDEX AND TITLE PAGE "ING Project Name: C & J BUILERS Owner's Name: (same) Owner's Address: 952 Ridgecrest Street River Falls, WI 54022 Legal Description: SE 1/4 of the SE 1/4, S22, T28N, R19W Township: Troy County: St. Croix Subdivision Name: Walnut Hill Farm (Tribute) Lot Number. 31 Block Number: NA E S y irm, Parcel I.D. Number: 040 -1303 - 00 - 031 Plan Transaction No.: ~a1Y 4jlt}fj~str Page 1 Index and title )VE Page 2 Data entry ` t~h~ << Page 3 Mound drawings AD gI~iLOr;'=7~ . Page 4 Lateral and dose tank C~ 4«4 Page 5 System maintenance specifications Ht ~y Page 6 Management and contingency plan Page 7 Pump curve and specifications )ND NCE _ , Page 8 Plot Plan Designer. Mary Jo Huppert License Number: 1859-007 Date: 03127/12 Phone Number. (715) 426-1775 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 5.1 (R. 06/06) Pagel of 8 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) R Residential or Commercial Design Note: Sand fill (D) calculations assur,w a 500.00 Estimated Wastewater Flow (gpd) Table 83-44-3 in-situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150%) fecal coliform of 36 inches. 750.00 Design Flow (gpd) 4.00 Site Slope 100.68 Contour Line Elevation (ft) 23.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 7il Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) Dispersal Cell Design Loading Rate (gpd/ftz) Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Diedbution Information network? Enter Y or N (C or E) E Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) 2.75 Estimated Orifice Spacing (ft) = 9.26 fe/orifice 2.00 Forcemain Diameter (in) 40.00 Forcemain Length (ft) Does the forcemain drain back? Y 88.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 6.52 Forcemain Drainback (gal) 13.60 Vertical Lift (ft) 70.33 5x Void Volume (gal) 0.94 Friction Loss (ft) 76.85 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 33.37 System Demand (gpm) 21.04 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. opt-ions choice in. dia. options choice 0.75 1.25 x x 1.00 1.50 x 1.25 x x 2.00 x 1.50 x 3.00 2.00 x 3.00 x Gallons/inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1585.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 950.00 Dose Tank Capacity (gal) Polylok Filter Manufacturer 25.00 Dose Tank Volume (gal/in) 525 Filter Model Number Wieser Manufacturer Project: C & J BUILERS Page 2 of 8 Mound Plan and Cross Section Views t 1/10 B J Observation Pipe K• - T A 011 o Q W :t - B y L Mound Component Dimensions A 10.00 ft E 17.80 in H 1.00 ft K 9.16 ft B 75.00 ft F 9.25 in z ft L ft D 13.00 in G 0.50 ft J W 750.00 (fe) Dispersal Cell Area 1454.19 (ft2) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.53 (ft) s.+ H G t 102.26 (ft) Lateral I F Dispersal Cell Invert 101.76 (ft)-► i':` ` Dispersal Cell; Elevation 4 100.68 (ft) Contour Elevation 4.0 % Site Slope Geotextile Fabric Cover Shading Key Dispersal Cell See lateral details on Topsoil Cap a 1.5 ft Page 4 for number, size, Subsoil Cap '50 0 /'`~Q and spacing of laterals. erals are e ASTM C33 Sand ~ 1 ~ / F stpaced from hely Typical Lateral _ Tilled Layer c i 0 ft © distribution cell's © Aggregate o centerline in the A distribution cell (AxB). Project C & J BUILERS Page 3 of 8 End Connection Lateral Layout Diagram Cantu the fate[ als ower the A d B dwnensnon Turn-up,alDell-vsiveoroleanoutplug p _I AN laterals are d#nt.C al if X I HC405 411.11#41 on the botton'. Of Me lateral equally sPAC" S Latelal3 force main of PVC Sch 40 S Iper C©MM 7abk 84.305) Force main connection vta tee or cross to manrold at any point. Number of Laterals 3 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.83 ft Lateral Length (P) 73.58 ft Orifices per Lateral 27 Lateral Spacing (S) 3.33 ft Orifice Density 9.26 ft2/orifice Lateral Flow Rate 11.12 gpm Manifold Length 6.67 ft System Flow Rate 33.37 gpm Manifold Diameter 1.25 in Total Dynamic Head 21.04 ft Forcemain Velocity 3.41 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and Comm 16.28 WAC Disconnect 4 in. min. Tank component is properly vented Alternate outlet location Forcemain diameter Wieser Manufacturer 2 in. Ca acit 950.00 Gallons Volume 25.00 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 24.93 623.15 B 2.00 50.00 C Pump off elevation (ft) C 3.07 76.85 88.67 D 8.00 200.00 D Total 38.00 950.00 Dose tank elevation ft 3" Bedding un er tank. 88.00 Alarm Manuafacturer Tank Alert Alarm Model Number HW101 Pump Manufacturer Gould Pump Model Number PE 41 Pump Must Deliver 33.37 gpm at 21.04 ft TDH Project: C 81 J BUTLERS Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Ron's Septic Service Phone 715) 749-0153 POWTS Regulator's Name St. Croix County Zoning Phone (715) 386-4680 System Flow and Load Parameters Design Flow - Peak 750 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 500 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1585 gal Maximum TSS 150 mg/L Soil Absorption Component Size 750 fe Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank -inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for pondin and seepage once eve 3 ears Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade Threaded Cleanout 6-8" Diameter Lawn ' 7 Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: C & J BUTLERS Page 5 of 8 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1 /3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shah be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Colo weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/l. BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice dogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continaerrcv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically dogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. fV,a- C"T . C £ 2 u ~S (Lb" 31) -:FA F.'. G ITT GOULDS PUMPS Residential Water Systems APPLICATIONS MOTOR Specially designed for the following uses: General: • Mound Systems • Single phase • Effluent/Dosing Systems • 60 Hertz • Low Pressure Pipe Systems • 115 and 230 volts • Basement Draining • Built-in thermal overload protection with automatic reset. • Heavy Duty Sump/ • Class B insulation. Dewatering • 0i"lled design. • High strength carbon steel shaft. SPECIFICATIONS PE31 Motor. Pump - General: • .33 HP 3000 RPM • Discharge: 1 'A" NPT • 115 volts • Temperature: 104°F (4000) maximum, continuous when • Shaded pole design fully submerged. PE41 Motor. • Solids handling: 'h" maximum sphere. • .40 HP 3400 RPM • Automatic models include a float switch. • 115 and 230 volts • Manual models available. • PSC design • Pumping range: see performance chart or curve. PE51 Motor PE31 Pump: • .50 HP, 3400 RPM • Maximum rapacity: 53 GPM • 115 and 230 volts • Maximum head: 25' TDH • PSC design PE41 Pump: • Maximum capacity: 61 GPM AGENCY LISTINGS • Maximum head: 29' TDH PE51 Pump: • Maximum capacity. 70 GPM • Maximum head: 37' TDH c S Tested to UL 778 and CSA 22.2108 Standards By Canadian Standards Association METERS FEET File A1138549 40 -T-1 -1-- MODELS: P©1. PE41. PE51 -PE 51 ~ . ! i . W. 33..41X.50 I 35 l I 10 Goulds Pumps Is ISO 9001 Registered. . ~ 2 GPM 30 fEfkfi-- ` 1 Fr + 25 _ -r20 .j !1 15 i 5 s.. L. ! a.. _ 0 I.. 00 t 10 20 30 40 50 60 70 GPM ' 80 0 5 10 15 m3/I1 r CAPACmr ~VV CSC-..-. / e ~ Cf 1 N•~L~^~--~ ~ L~7 3/ f a -Z vJ v Plot Plan Page 9-of $ Property Owner Cc€s ~~r~.~~ = 40ft Legal Description for 34, ►,J„ UT *f I - r _ (except where noted) _sf /,4 or- T~ s~/~~ s aa, -feu N . R I~t u1~ ? df T Y~ A = tlAAC> $a 5'r. GCUIX ('r7tt~'Ty. w IS~D~SiAl' .e = ,~rTS -J~FZaM ~T _ ~2~VlDUS }{~5'~' o y ACRE.5 North oT S , P5 ~w~ua>s~ lcQ~ CAY"T s.RKIEb) S~ "V C 1 4v/ ' o~ a , i ~ 2. LL ~ - srZ.. T SDU~T tt ~1~ T ? TeP pF S ac-L- *3K* l s. TnP 01' STEr=~- Sate Location: c, DWT- pins; r p' F* _ q7.-7?' C, WA-" HIY 89'18' 30" W 218.34' w JOINT v ~ ~ - w ° N 89'18'30" E 217.73' o I - - S 89'1830" W 329.58' 52 I I _ o I ° 15 51 36 - - - rlj l - - °o I ° I 49404 S. F. \ 33 J j - L4 j 1.13 AC. 12.5' ° I . to N 8906'05" E 329.63 F. ci 48873 S. F, `''-I I w I ' hoc 1,12 Ac. 1 m z N l0 35 07' 43.80 206.35' 1 l0 45369 SF, ( - S-n Co I~ m N 87°11'18" W 250,15' 6600' I 1.04 Ac. ° r- tQ 1 33' 33' I _ - - - - - --j o--a r M I 0 0 m6-L-- I N 88'15'54" W 329.90' 7: N 69 I 5 I ) D21 - - 301.13' Im o 48513 S. F. - - 28.77' IV) LL) " 1.11 Ac. 34 / 44747 S.F. -o / / 1.03 Ac. oC) / 2 15` Z 88.35' 54 , , o ~S9 ,S\\ / / I CO 9 27 1" W 228.50' 33 ~ w 47655 S.F. 1 " W 228.50' QS•~ 2~ 1.09 Ac. 107, i 03.81' 2952, 28 , 6 O z - - \ Z f 125 ' N 81 °52'57" °o 30 ' I 170,20' s , s~47722 S.F.) 1,10 Ac. 32 w9 / 45287 S. F. rNv w 54475 S. F. 1.04 Ac. ~ a ° 1.25 Ac. \ - 31 Aj 45409 S. F. 1.04 Ac. L 202.55' 352.26' 139.70' SOUTH LINE OF THE SE 1 /4 SE CORNER ~ SEC. 22 ?S REVISED: 11 /06/03 SHEET 3 OF 1 } Plat Plan for Site and Soil Evaluation Page 2- of 2- Property Owner ni-fzelo sr*--z 8Avk ; Legal Description 4or 3,, (AjAi-uaT *Iiu. F,4", (except where noted) Dr- -ril-E T,2(C AJ , K ilf !4 -re W ) .9p rxvY A = f ~ytN1D 1,t~ sr. ~rn~x ryt• • ,ptr~ ~RDM UJ ISCDA)SIAl s ~R~vlous ~-e~s~' ~.uy AGRE.S North 3Z 43 33 . ov 'ice Te? DF smet.. FjM TOP or- STE~~- ►Jite Locadoni Gawr>uuT pips CoN„cc T }~tPLc a~•OD 47:'7£1 03/28/2012 08:36 FAX 16 001/001 03/27/2012 14:33 FAX 715 273 0444 NELSON-PLUM9ING 001/001 ST. CROIX COUNTY SEPTIC TANK MAINTENANCF, AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer C l7- ~ZC tiS s 7r ~~9 N~ Mailing Address -U. ®X S`valL Property Address ~,2 L 6 y ` 6~e U4z_4_ lT' (Verification iequired from Planning & Zoning Deparrment for new/coonstruetion,) City/Srate Parcel Identification Number d 7 c/) -136 -0 03 ( LEGAL DESCRIPTION Property Location Z Z T Z ~N R W, Town of 4 a Subdivision kL N U--~ l-F,(L L 4-0-IVC , Lot Certified Survey Map # Volume , Page # Warranty Deed # . Volume , Page #f Spec house yes i~ Lot lines identifiable © no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your aepti.o system could result in its premaiure failure to handle wastes. Proper maintenance consists ofpuznping out the septic tank every throe years or sooner, if needed, by a licensed pumper, What, you put into the system can affect the futrction of the septic tank as a treatment stage in the waste dioposal system. Owner maintenanco responsibMtiee are specified in §Corrun. 83.52(1) and in Chapter 12 - Si, Croix County Sanitary Ordinanec. The property owner agroea tv submit to St. Croix County Planning & Toning Deparanont a certification form, signed by the owner and by a master plumbor, journeyman plumbor, restricted plurnbtr or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), rho septic tank is less than 2 /3 tall of sludge, Ihve, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards sot forth, herein, as set by the Department of Commerce and the Dcpartmcnt of Natural Resources, State of Wisconain. Certifcotion stating that your septio systauz has been maintained must be. completed and returned to the St. Croix County Planning & Zoning Paparnnenr within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my/our knowledge, Vvve am/are the owner(s) of the property dvscribad above, by virtue of a wdecd recorded in Register of Deeds Office, Numbeo bedrooms SIG ATURE O APPLICANT(S) DAJ / L DAT$ ""Any information that is misrepresentod may result in the sanitary permit being revoked by the Planning & Zoning Deparlment_ Include with this application a recorded warranty deed from the Register of Deeds Office end a copy of the certified survey n;ap if reference is made in the warranty, deed, (REV. 0810$) T Page 1 of 3 pa SOIL EVALUATE T Division o tety uildinga iin `in a fdance with Comm 85, Wis. Adm. ,n,ty ST. cROlx Attach sl~l, oh peUr 81/2 x 11 inches in size. Plan must inckde, riot lim to: ference point (BM), direction and Parcel I.D. - 1303 - 00 - 031 percent al , scs , and location and distance to nearest road. ! ~L4 It a print all information. Rev' by Date Personal in you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 5/~ Z Property Owner Property Location SE 1/4 SE 114 S22 /28 N R 19 CE ](or)[DW CITIZEN STATE BANK Govt. Lot Property Owners Mailing Address Lot 1t Block a Subd. Name or WAY P.O. BOX 247 31 Walnut Hill Farm (Tribute) City State Zip Code Phone Number Yliage ■ own Nearest Road Hudson, WI 54016 ( Legacy Ct. 0 New Construction UseE) Residential / Number of bedroome 5 Code derived design flow rate 750 GPD ® Replacement Public or commercial - Describe: Parent material loess over till Flood Plain elevation If applicable bl-e R. General comments Mound System 1.083 ft. sand tilt 0.6 loading rate and recommendations: Boning conducted to verify loaning rates. Pre 2000 loading rates were used on the original soil report. Soil on- site with Ryan, St. Croix Cty. Zoning. a Boring # E) Boring 0 P8 Ground surface elev. 100.50 ff. Depth to limiting factor 23 In. Soi Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQW in. Munsell Qu. Sz. Corn. Color Gr. Sz. Sh. "Effi1 *01102 1 0-6 10YR3/3 - sil 3fgr mvfr cs 3vf-m 0.6 0.8 2 6-13 10YR4/4 - sil 2fgr&abk mfr es 2vf-m 0.6 0.8 3 13-23 10YR4/6 - sil 2mabk mfr l vf-m 0.6 0.8 Boring 1f ❑ Boring F-1 ® Pit Ground surface elev. ft. Depth to limiting factor in. Soil Rate Horizon Depth Dominant Color Redox Description Texture Structue Consistence Boundary Roots GPOW In. Munsell Qu. Sz. Corn. Color Gr. Sz. Sh. "EfW1 "E1W " Effluent 1111 = SOD > 30 < 220 mg/L and TSS >30:E 150 nWL " Effluent #f2 = SOD 130 mg/L and TSS 30 mg/L CST Name (Please print) - - S CST Number Mary Jo Huppert Hollistees Soil Testin & Desi an) ~2~ L 224832 Address Date EvifiAtion Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 03 - 27 - 12 (715) 426 - 1775 _ I IIf{If 11111 {1 1111{III {1111 11111 1111111111 IIII IIII 912825 BETH PABST REGISTER OF DEEDS Return to: ST. CROIX CO., WI Lindquist & Vennum P.L.L.P. RECEIVED FOR RECORD 4200 IDS Center, 80 South Eighth St. 03/05/2010 03:30PM Minneapolis, MN 55402 SHERIFFS DEED EXEMPT t 14 REC FEE: 21.00 PAGES: 6 SHERIFF'S DEED ON FORECLOSURE Wisconsin Statutes § 846.17 Case No. 2009 CV 69 a , WHEREAS, pursuant to a judgment of foreclosure and sale rendered in the Circuit Court of St. Croix County, Wisconsin, on June 16, 2009, in an action between Citizens State Bank, plaintiff, and Brightkeys Development Corporation, Brightkeys Building and Deve opmcnt Corporation, C.R. Hackworthy, II, McCabe Construction, Inc., Tribute Homeowners Association, Inc., ABC Partnership, XYZ Corporation, John Doe and Mary Roe, defendants, after due advertisement, the mortgaged premises hereinafter described were sold on January 12, 2010, to Citizens State Bank, the highest bidder (Grantee), for the sum of Four Million Ninety- Five Thousand and no/100 dollars ($4,095,000.00) (Purchase Price), and WHEREAS, the Grantee is now entitled to a conveyance according to law, NOW, THEREFORE, the undersigned in consideration of the payment to the Sheriff of the Purchase Price, receipt of which is hereby acknowledged, conveys to the Grantee the following real estate in St. Croix County, Wisconsin: See Exhibit A attached hereto and incorporated herein by reference. Dated this 12`x' day of January, 2010. r t Dennis D. Hillstead, Sheriff of St. Croix County, Wisconsin 1 of 6 uoO 3146252A STATE OF WISCONSIN ) ) Ss. COUNTY OF ST. CROIX ) On January 12, 2010, before me came Dennis D. Hillstead, known to be the person and officer who executed the above conveyance, and acknowledged that he executed the same as such Sheriff, for the uses and purposes therein set forth. Notary Pu 1 c State of Wisconsin / My Commission: THIS INSTRUMENT WAS DRAFTED BY AND SHOULD BE RETURNED TO: George H. Singer Joseph S. Lawder Angelita E. Hernandez Lindquist & Vennum P.L.L.P. 4200 IDS Center 80 South Eighth Street Minneapolis, MN 55402 (612) 371-3211 1 ~ 2 of 6 Dm# 3146252'.1 I Exhibit A Legal Description of Property Located in the Town of Troy, St. Croix County, Wisconsin Legal Description Parcel Identification Numbers 1. Lot I of Walnut Hill Farm 040-1303-00-001 2. Lot 5 of Walnut Hill Farm 040-1303-00-005 3. Lot 6 of Walnut Hill Farm 040-1303-00-006 4. Lot 7 of Walnut Hill Farm 040-1303-00-007 5. Lot 8 of Walnut Hill Farm 040-1303-00-008 6. 4ot 9 of Walnut Hill Farm 040-1303-00-009 7. Lot 10 of Walnut Hill Farm 040-1303-00-010 8. Lot 11 of Walnut Hill Farm 040-1303-00-011 9. Lot 12 of Walnut Hill Farm 040-1303-00-012 10. Lot 16 of Walnut Hill Farm 040-1303-00-016 11. Lot 54 of Walnut Hill Farm 040-1303-00-054 12. Lot 55 of Walnut Hill Farm 040-1303-00-055 13. Outlot 2 of Walnut Hill Farm 040-1303-00-992 + 14. Outlot 3 of Walnut Hill Farm 040-1303-00-993 15. Outlot 5 of Walnut Hill Farm 040-1303-00-995 16. Lot 18 of Walnut Hill Farm 040-1303-00-018 17. Lot 19 of Walnut Hill Farm 040-1303-00-019 18. Lot 20 of Walnut Hill Farm 040-1303-00-020 19. Lot 21 of Walnut Hill Farm 040-1303-00-021 r ~ 3 of 6 Duch 1146252' 1 .I Legal Description Parcel Identification Numbers 20. Lot 22 of Walnut Hill Farm 040-1303-00-022 21. Lot 23 of Walnut Hill Farm 040-1303-00-023 22. Lot 25 of Walnut Hill Farm 040-1303-00-025 23. Lot 26 of Walnut Hill Farm 040-1303-00-026 24. Lot 27 of Walnut Hill Farm 040-1303-00-027 25. Lot 28 of Walnut Hill Farm 040-1303-00-028 26. Lot 29 of Walnut Hill Farm 040-1303-00-029 27. Lot 30 of Walnut Hill Farm 040-1303-00-030 28. Lot 31 of Walnut Hill Farm 040-1303-00-031 t ~ 29. Lot 33 of Walnut Hill Farm 040-1303-00-033 30. Lot 34 of Walnut Hill Farm 040-1303-00-034 31. Lot 35 of Walnut Hill Farm 040-1303-00-035 32. Lot 36 of Walnut Hill Farm 040-1303-00-036 i 33. Lot 37 of Walnut Hill Farm 040-1303-00-037 34. Lot 38 of Walnut Hill Farm 040-1303-00-038 35. Lot 39 of Walnut Hill Farm 040-H 303-00-039 36. Lot 40 of Walnut Hill Farm 040-1303-00-040 37. Lot 41 of Walnut Hill Farm 040-1303-00-041 38. Lot 42 of Walnut Hill Farm 040-1303-00-042 39. Lot 43 of Walnut Hill Farm 040-1303-00-043 40. Lot 44 of Walnut Hill Farm 040-1303-00-044 41. Lot 45 of Walnut Hill Farm 040-1303-00-045 naa 314625N A f 4of6 Legal Description Parcel Identification Numbers 42. Lot 46 of Walnut Hill Farm 040-1303-00-046 43. Lot 47 of Walnut Hill Farm 040-1303-00-047 44. Lot 48 of Walnut Hill Farm 040-1303-00-048 45. Lot 49 of Walnut Hill Farm 040-1303-00-049 46. Lot 50 of Walnut Hill Farm 040-1303-00-050 47. Lot 51 of Walnut Hill Farm 040-1303-00-051 48. Lot 57 of Walnut Hill Farm 040-1303-00-057 49. Lot 58 of Walnut Hill Farm 040-1303-00-058 50. Lot 59 of Walnut Hill Farm 040-1303-00-059 51. Lot 60 of Walnut Hill Farm 040-1303-00-060 52. Lot 61 of Walnut Hill Farm 040-1303-00-061 53. Lot 62 of Walnut Hill Farm 040-1303-00-062 54. Lot 63 of Walnut Hill Farm 040-1303-00-063 55. Lot 64 of Walnut Hill Farm 040-1303-00-064 56. Lot 65 of Walnut Hill Farm 040-1303-00-065 57. > Lot 66 of Walnut Hill Farm 040-1303-00-066 i 58. Lot 67 of Walnut Hill Farm 040-1303-00-067 59. Lot 68 of Walnut Hill Farm 040-1303-00-068 60. Lot 69 of Walnut Hill Farm 040-1303-00-069 61. Lot 70 of Walnut Hill Farm 040-1303-00-070 62. Lot 71 of Walnut Hill Farm 040-1303-00-071 63. Lot 72 of Walnut Hill Farm 040-1303-00-072 D.0 3146252`•.1 ~ A ! 5of6 Legal Description Parcel Identification Numbers 64. Lot 73 of Walnut Hill Farm 040-1303-00-073 65. Lot 74 of Walnut Hill Farm 040-1303-00-074 66. Lot 75 of Walnut Hill Farm 040-1303-00-075 67. Outlot 4 of Walnut Hill Farm 040-1303-00-994 68. Outlot 6 of Walnut Hill Faun 040-1303-00-996 All in the Town of Troy, St. Croix County, Wisconsin. Dock 3146252\1 t V 6of6 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85. Wis. Adm. Code County 5-r- Attach compN C ax~ude• but n EROSION CONTROL PLAN must be Parcel I.D. L OT Percent slope completed before sanitary permit issuance oadP&.vv1N Cr- b by Date P-Mill W-nM- You provide may be used for secondary purposes (Privacy Law, s.15.04 (1) (m)). P o D Tdovv) #R- ~v Location ar 5 S Q f 1410 ' Govt. LA Al / vp 1/4S -41, T 2-14 N R & (or) W Property Owner's Making Address Lot # Block # Subd. Name or CSM# (0015 CA * i;L Ave- - 3/ 1 cvALNOr K t( FAJeAj city .S)V WR State Zip Code Phone Number O City ❑ Village W Town Nearest Road Cy-00C H T3: MAJ 5SOWe ( &5t) 19 F. toff TRoy 5©. 6-joie: `R 0 PaNew Conshudion Use: I9 Residential / Number of bedrooms Code delved design flow rate ~ r O a GPD ❑ Replacement ❑ Public or jai - Describe: - tA Parent material 0.461 Flood Plain elevation if applicable a ft. General comments and recommendations: E,¢ TES TAO S!'/'T "~9'/3/E {~j2 •4 /~'la vvp Ss/S7" V1 N a Boring Borlng ao . s s s• r ® Pit Grocrd surface elev. r ft. Depth to rimming factor in. Sod Application Rate Horizon Dep4r Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQff b in. Munsel Qu. Sz. Cont. color Gr. Sz Sh. 'Eff#1 -Etf#2 o• io YR 3! 3 L a-Fstilf S w 3 -t' . 5 L I 3 G /7Cahl<' c f y. Ca %A 30 is L is 51& z-FS he 46 c&,~ / . S 41 -7-,S YA AP 62-A A073 (C 4- o /OVA S1 Z a # ❑ Boring 100,(08 Z S. S. S. t~,,-• ® Pit Ground surface elev. ft. Depth to Willing factor ~ in. soa Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff I~► in. Mtmseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Etf#2 / a -Go ~o /13~ L zfsti G2 5 w 3. s N 2- 6-/3 lo fl? -5 XA c. Z • 3 N SQL 3.2 Ll 641-64 -2. 5 vle --7 0( S ozeQ. Aof SIcL / S . Z . 3 /d y/1 S! 1o ie ~1,1Z Do 14116 o and TSS 5 30 mg& MIL Eftent #1 = BOD > 30 1220 ng& and TSS >30 < 150 mg& ' Effluent #2 = BOD < 30 csT Name (Please Prk") R -A 1-B R i C ikT- ~gnaaae az G Number Address Ulbricht & Assgciates Date Evaluation Conducted ! , ?7~. • yy Z Private S 7- 7S 2812 1 Oth Ave. y~a3 Spring Valley, WI 547E 4APRO X . 2y0 4&.15 oya • /o$S • So • r~ 0 R NA' L oyo•/o81~• ~D•~ o yo • io *6 • 70 0~ ow • /0,'(9 000 • D TOT 13 JE e STEDT- iTropertyOwner Parcel tD # G0 74- W 31 page Z 3 '=--i C~ BO MV y3 & t Groundsurlaceeev. 44 ft- Depth to WrIfg factor 2- SS S Horizon Sod Rate Depth Dortairaarst Reticsx Description Texture Structure Consistence Boundary Roots CIP" in. Munsell Qu. Sz Cont. Color Gr_ Sz. Sh. `t 1 'lam / 6 • ~ /a ~ 3 ~ ~fsh/c ~ s ~v ~ • s - •5 c~ Ma ~c /mss U • Z . 3 Bourg # Cl Boring Pit t;►ourrd surface elev. tt. Depth to limiting factor Sod iron Rate Horizon Depth Dominard RedDX Description Texture Structure consislence Boundary Roots GPf3~ Munsett C hL Sz. Cone Color Gr. Sz. Sta. ~ Q Boraag pit GrOU►ad surface elev. tt. f]epttr to factor. Sol Rate COkN Depth Dorranant Redox Description- Texture Consistence Bourxiary Roots In. l4ilimsed GPM- Ou Sr Cont. Color GT Sz Sh. °Eff#1 °Eff#2 ODdrg Boring El pit Ground surface elev. it. Depth to W(irting factor In. Sol! Rate tiotizzon t7ep4h Domiraarat Color Redox Texture Structure Consistence Boundary Roots GPM Munsell Qu. SL Color Gr. Sz. Sh. 'Etf#1 °Eff#2 i ° Efftuerrt #1 = BtDg > = 220 mg& and TSS >30 < 150 mg)l " Effluent #2 = BODg < 30 rrKA and TSS < 30 rnWL T'he Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or recd material in an alternate format, please contact the department at 608-266-3151 or TTY 609-264-8777. seaasto 1rzarool I TODV 13.1'6 e,5 TE`DT Properlyowner Ga T 4Z 3 Z 3 i'art7ei ID # ~ E) 4 S S' Spage of t Ground surfaceetev. _ Depth to lirritting factor Z 7 Depth t?txitinant Color Redox Description oil iicatioi Rate Texture Structure Consistence Boundar~r Roots GPM fn. Munseff Qu. Sz. Cont. Color Gr- Sz. Sh. "1 "t_tT#2 ~ ~fsh/e s w 3 • S • f is , /7!C, Gi C . Z .5 "for ~c /~S UGC Z • 3 Boring # Boring 0 Pit Ground surface elev. !t. Depth to limiting factor 9rr Horizon Dominant Sol Appl iration Rate Redox Descdptian Texture Strrcture Consistence Boundary Roots GPDM tn. Munseff Qu. Sz. Cont. Color Gr. Sz. Sh. `E$#1 'E Boring # [ Boring Pit Ground surface elev. fl. Depth to 1" factor In. Sol Application Rate Hulizon bePttr Domirnant Color Redox i)esaipVlon. Texture a Consistence Boundary Roofs GMff In- ' Munich . Qai. St Cont. Color GF Sz Sh. "Etfiftl `Etf#2 Boring # Boring . Pit Ground surface elev. ft. Depth to liirriitirrg factor in. Sol Application Rate tizxtxor UefiBr Dominant Col ftedox Des Texture Stricture Gonsfstence Boundary Roots OPQ" r In. Munsell Qu. Sz. 20 Color Gr. Sz. Sh. `EM1 '01#2 Effluent #1 = BODO> < 220 mgA- and TSS >30 < 150 mg/L ° Effluent #2 = BOD, 130 mglL and TSS < 30 mg1L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material is an alternate format, please contact the department at 6138-266-3159 or TTY 6()8-264-9777. &aDl3]0 (R.SrUO) r PLOT PLAN WALNUT HILLS FARM. LOT # Pg. 3 of 3 Q = Contour elevation lines. • = Backhoe Soil pits. 01 Q = Benchmarks set, maRKED WITH FLAGGED .lathes. 1/2" steel conduit pipes. SCALE: 1" = 3Q s ~o w 3~, /4,f# OW P SVS T, ,fNp fa/ 1 ~l ; 7Cv VA) vQ Lo CIO s i /oy ~ ao(0 qya~ 7 3.? ~r ,C3 3 ~ x 1 13,A4 2- /!1)/..- L